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Wood Tension Design Example - Part 1 Lumber

Example design of a tension member, including consideration of all load combinations and their associated load duration factors. Part 1 - Design of a lumber member. All clause numbers given for O86-14. Equivalents for O86-19: (if not shown here, clause numbers are the same in both) O86-14 --- O86-19 Clause 6.5.9 --- Clause 6.5.8 Table 5.2.4.1 --- not found - ref to NBCC Table 5.3.2.2 --- Table 5.1 Table 6.2.2.1 --- Table 6.3 Table 6.3.1A --- Table 6.4 Table 6.3.1B --- Table 6.5 Table 6.3.1C --- Table 6.6 Table 6.3.1D --- Table 6.7 Table 6.3.2 --- Table 6.8 Table 6.4.2 -- Table 6.10 Table 6.4.3 --- Table 6.11 Table 6.4.4 --- Table 6.12 Table 6.4.5 --- Table 6.13 Copyright Notices: Slide content from the Wood Design Manual 2017, courtesy the Canadian Wood Council (CWC). With the permission of Canadian Standards Association, (operating as "CSA Group"), 178 Rexdale Blvd., Toronto, ON, M9W IR3, material is reproduced from CSA Group standard CSA 086:14 and CSA 086:19, Engineering design in wood. This material is not the complete and official position of CSA Group on the referenced subject, which is represented solely by the Standard in its entirety. While use of the material has been authorized, CSA Group is not responsible for the manner in which the data is presented, nor for any representations and interpretations. No further reproduction is permitted. For more information or to purchase standard(s) from CSA Group, please visit store.csagroup.org or call 1-800-463-6727.